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| United States Patent |
5,255,888
|
|
Workman
|
October 26, 1993
|
Concrete column form
Abstract
A concrete column form includes a plurality of half-round sections secured
together by a plurality of bolts. Each section comprises a
semi-cylindrical wall having a top edge, a bottom edge and opposite side
edges. A semi-circular top flange is connected to and extends radially
outwardly from the top edge, including a semi-circular raised ridge
extending upwardly therefrom and a plurality of apertures therethrough. A
semi-circular bottom flange is connected to and extends radially outwardly
from the bottom edge and includes a semicircular indented notch opening
downwardly therefrom for receiving the raised ridge from the top flange of
a subjacent section for aligning the same and a plurality of apertures
therethrough circumferentially aligned with the top flange apertures for
receiving the bolts to fasten the same to the top flange of a subjacent
section. A pair of side flanges are provided, one each connected to and
extending radially outwardly from one of the side edges between the top
flange and the bottom flange, each side flange including a plurality of
aligned apertures therethrough for receiving the bolts to fasten the same
to one side flange of an adjacent section to form a cylindrical column
form.
| Inventors:
|
Workman; Gary (Lombard, IL)
|
| Assignee:
|
Deslauriers, Inc. (Bellwood, IL)
|
| Appl. No.:
|
712045 |
| Filed:
|
June 7, 1991 |
| Current U.S. Class: |
249/48; 249/165; 249/168; 249/192 |
| Intern'l Class: |
E04G 013/02 |
| Field of Search: |
249/48,51,160,163,165,168,169,192,194,196
|
References Cited
U.S. Patent Documents
| 840637 | Jan., 1907 | Locher | 249/48.
|
| 1168147 | Jan., 1916 | Bender | 249/48.
|
| 1220083 | Mar., 1917 | Fouse | 249/48.
|
| 1282200 | Oct., 1918 | Des Lauriers | 249/48.
|
| 1947413 | Feb., 1934 | Hay | 249/48.
|
| 2448883 | Sep., 1948 | Hall | 249/48.
|
| 3021586 | Feb., 1962 | Uruburu | 249/48.
|
| 3596870 | Aug., 1971 | Walker | 249/165.
|
| 3815851 | Jun., 1974 | Girard | 249/163.
|
| 4171791 | Oct., 1979 | Britz | 249/168.
|
Other References
Deslauriers, Inc. Form No. L106.
Deslauriers, Inc. Form No. L110.
Decra-Glass brochure, copyright 1975.
MFG Concrete Forms Company, designated 3.5/Mo.
Universal Form Clamp Form 3.5/Un.
|
Primary Examiner: Woo; Jay H.
Assistant Examiner: Mackey; James P.
Attorney, Agent or Firm: Wood, Phillips, VanSanten, Hoffman & Ertel
Claims
I claim:
1. A concrete column form including a plurality of self-aligning,
half-round sections secured together by a plurality of bolts, each said
section comprising:
a semi-cylindrical wall having a top edge, a bottom edge and opposite side
edges;
a semi-circular top flange connected to and extending radially outwardly
from said top edge, including a semi-circular raised ridge and a radially
extending raised ridge extending upwardly therefrom and a plurality of
apertures therethrough;
a semi-circular bottom flange connected to and extending radially outwardly
from said bottom edge and including a semicircular indented notch and a
radially extending indented notch opening downwardly therefrom for
receiving the raised ridges from the top flange of a subjacent section for
aligning the same and a plurality of apertures therethrough
circumferentially aligned with said top flange apertures for receiving
said bolts to fasten the same to the top flange of said subjacent section;
and
a pair of side flanges each connected to and extending radially outwardly
from a respective one of said side edges between said top flange and said
bottom flange, each said side flange including a plurality of aligned
apertures therethrough for receiving said bolts to fasten the same to one
side flange of an adjacent section to form a cylindrical column form.
2. The concrete column form of claim 1 wherein each said section is formed
of plastic and is of unitary construction.
3. The concrete column form of claim 1 wherein each said section is formed
of injection molded plastic.
4. The concrete column form of claim 1 wherein each said section further
comprises a raised circular ridge surrounding each said aperture through
at least one of said side flanges.
5. The concrete column form of claim 1 wherein each said section further
comprises an elongate raised ridge extending from one of said side flanges
between said top and bottom flanges and facing one side flange of an
adjacent section and the other side flange includes an elongate indented
notch between said top and bottom flanges and facing another side flange
of said adjacent section for receiving the raised ridge from said other
side flange.
Description
FIELD OF THE INVENTION
This invention relates to concrete column forms and, more particularly, to
a form made of stackable, plastic sections.
BACKGROUND OF THE INVENTION
In order to construct concrete columns, piers and footings it is generally
necessary to utilize a concrete form. The form acts as a mold for pouring
concrete to provide a desired size and shape. Among available forms are
fiber forms, steel sectional forms and fiberglass forms. Fiber forms are
generally single-piece cylindrical forms of a select diameter. The form
can be cut to length on a job site, erected, braced and stripped quickly
and easily. As such, these forms are not reusable. Also, the fiber forms
are less desirable when used in wet areas and must be slit along the side
if used around a steel column, resulting in loss of strength.
Steel forms generally comprise half round sections bolted into units. Each
section comprises a semi-cylindrical wall framed with flange angles die
cut and punched for flush butt joints. Vertical and horizontal seams are
connected with bolts. A plurality of similar or different length sections
can be stacked together according to the necessary column height. Some of
the problems with steel sectional forms including heavy weight, expense to
produce and the possibility of rusting of the steel. Also, grout leakage
can occur where the flanges abut, degrading appearance.
Fiberglass forms have also been used in half-round sections, as with steel
form sections. However, such fiberglass sections lack uniformity in wall
and flange thickness and do not stack as well. Further, flanges require
steel backing where bolts are used for securing sections together. One
known form of such fiberglass forms utilize interlocking tongue and groove
vertical flanges to minimize vertical seams in the concrete columns.
However, problems still remain owing to possible horizontal seams.
The present invention is directed to overcoming one or more of the problems
discussed above in a novel and simple manner.
SUMMARY OF THE INVENTION
It is an object of the invention to provide an injection molded plastic
column form section.
It is another object of the invention to provide a column form section
including interlocking flanges on all sides.
It is still another object of the invention to eliminate the requirement
for steel backup for bolting flanges together.
It is yet another object of the invention to provide adjustability in a
lightweight form.
It is still a further object of the invention to provide a self-adjusting
and aligning column form.
It is yet a further object of the invention to provide a column form
adapted to mate with fiber tubes.
It is still another object of the invention to provide a plastic column
form adaptable to be used with steel form sections.
It is still a further object of the invention to provide an inexpensive
column form.
It is still an additional object of the invention to provide a reusable
column form section.
Broadly, there is disclosed herein a concrete column form including a
plurality of half-round sections secured together by a plurality of bolts.
Each section comprises a semi-cylindrical wall having a top edge, a bottom
edge and opposite side edges. A semi-circular top flange is connected to
and extends radially outwardly from the top edge, including a
semi-circular raised ridge extending upwardly therefrom and a plurality of
apertures therethrough. A semi-circular bottom flange is connected to and
extends radially outwardly from the bottom edge and includes a
semi-circular indented notch opening downwardly therefrom for receiving
the raised ridge from the top flange of a subjacent section for aligning
the same and a plurality of apertures therethrough circumferentially
aligned with the top flange apertures for receiving the bolts to fasten
the same to the top flange of a subjacent section. A pair of side flanges
are provided, one each connected to and extending radially outwardly from
one of the side edges between the top flange and the bottom flange, each
side flange including a plurality of aligned apertures therethrough for
receiving the bolts to fasten the same to one side flange of an adjacent
section to form a cylindrical column form.
It is a feature of the invention that the section comprises a plastic
section of unitary construction.
It is another feature of the invention that the section comprises a section
of injection molded plastic.
It is a further feature of the invention that each section further
comprises a raised circular ridge surrounding each said aperture through
the side flange.
It is yet another feature of the invention that each section further
comprises an elongate raised ridge extending from one of the side flanges
between the top and bottom flanges and facing one side flange of the
adjacent section and the other side flange includes an elongate indented
notch between the top and bottom flanges and facing another side flange of
the adjacent section for receiving a raised ridge from such other side
flange.
Further features and advantages of the invention will readily be apparent
from the specification and from the drawings.
BRIEF DESCRIPTION OF THE DRAWINGS
FIG. 1 is a perspective view of an assembled concrete column form utilizing
sections according to the invention;
FIG. 2 is a perspective view of a top portion of the column form of FIG. 1;
FIG. 3 is a sectional view taken along the line 3--3 of FIG. 2;
FIG. 4 is a sectional view taken along the line 4--4 of FIG. 2;
FIG. 5 is a sectional view taken along the line 5--5 of FIG. 2;
FIG. 6 is an exploded view showing the sections of the form of FIG. 2 being
removed after molding a concrete column;
FIG. 7 is a perspective view particularly illustrating the inside and top
portion of the form section according to the invention; and
FIG. 8 is a perspective view particularly illustrating the outer and bottom
portion of the form section according to the invention.
DETAILED DESCRIPTION OF THE INVENTION
With reference to FIGS. 1-8, a plastic column form 10 is illustrated for
molding a smooth, hard surface concrete column free of voids and seams.
The form 10 is assembled of injection molded plastic half round sections
12 and 14 bolted into units for handling on a job site. The sections 12
and 14 are virtually identical other than being of different heights.
Particularly, the sections can be provided in any select radius and height
with units of equal radius being joined side-by-side and in a stacked
configuration to provide a concrete column mold of virtually any desired
length. For example, the sections may be provided to provide any number of
column diameters from twelve inches to eighty-four inches and eight foot,
four foot, two foot and one foot lengths.
With particular reference to FIGS. 7 and 8, each section 12 includes a
semi-cylindrical wall 16 defining an inside surface 18 and an outside
surface 20. The inside surface 18 may be generally smooth or sculpted
according to the desired outer surface of the concrete column. The wall 16
includes a top edge 22, a bottom edge 24 and opposite side edges 26 and
28.
A semi-circular top flange 28 is connected to and extends radially
outwardly from the top edge 22. The top flange 28 is generally planar and
includes a semi-circular raised ridge 30 extending upwardly therefrom. The
wall top edge 22 defines an inner radius of the ridge 30. A radially
extending raised ridge 32 extends upwardly from the flange 28 radially
outwardly of the semi-circular ridge 30. The ridges 30 and 32 are of equal
height. The ridge 32 is circumferentially spaced midway between the wall
side edges 26 and 28. A plurality of apertures 34 extend through the
flange 28.
A semi-circular bottom flange 38 is connected to and extend radially
outwardly from the bottom edge 24. The bottom flange 38 is generally
planar and includes a semi-circular indented notch 40 opening downwardly
therefrom. The wall bottom edge 24 defines an inner radius of the notch
40. A radially extending indented notch 42 opens downwardly from the
flange 38 radially outwardly of the semi-circular notch 40. The notches 40
and 42 are of equal depth, which such depth is substantially equal to the
height of the ridges 30 and 32. The notch 42 is circumferentially spaced
midway between the wall side edges 26 and 28. A plurality of apertures 34
extend through the flange 38.
The bottom flange apertures 44 are circumferentially aligned with the top
flange apertures 34. When stacking sections 12, or 12 and 14, the bottom
flange 38 of one section is placed atop the top flange 28 of another
section with the semi-circular notch 40 receiving the semi-circular raised
ridge 30 of the subjacent section, see FIG. 4. This interlocking structure
virtually eliminates horizontal seams in the formed concrete column. Also,
the radially extending notch 42 receives the radially extending raised
ridge 32 of a subjacent section, see FIG. 5, to provide circumferential
self-alignment of the sections. Bolts 46, see FIG. 2, are inserted through
aligned apertures 34 and 44 for securing the top and bottom sections
together.
To fasten a pair of sections 12 at a given vertical height, each section
includes a pair of opposite side flanges 50 and 52 connected to and
extending radially outwardly from the opposite side edges 26 and 28,
respectively. Each side flange 50 and 52 extends between and is connected
to the top flange 28 and the bottom flange 38. The first side flange 50
includes a generally smooth inner surface 54 having an elongate indented
notch 56 extending between said top flange 28 and bottom flange 38. An
outer edge of the notch 56 corresponds to an outer edge of the bottom
flange notch 40, see FIG. 8. The second side flange 52 includes a
generally planar inner surface 58 having an elongate raised ridge 60
extending from the top flange 28 to the bottom flange 38. An outer edge of
the raised ridge 60 is aligned with an outer edge of the top flange raised
ridge 30, see FIG. 7. Each side flange 50 and 52 includes a plurality of
apertures 62 therethrough. An outer surface 64 and 66 of each respective
side flange 50 and 52 includes a circular raised ridge 68 surrounding each
aperture 62.
To horizontally fasten a pair of sections together, the two half-round
sections are positioned at an equal vertical height with the ridge 60 of
each second flange 52 received in the notch 56 of the first flange of the
mated section, see FIG. 3. The interlocking of the ridge 60 and notch 56
virtually eliminates a vertical seam in the formed concrete column. A
plurality of nuts 70 and bolts 72 are inserted through aligned apertures
62 for fastening the sections 12 together.
Horizontally fastened sections can then be fastened vertically to provide a
desired length column.
A semi-circular raised rib 74 is provided on the wall outer surface 20
midway between the top flange 28 and bottom flange 38 to provide strength
and rigidity. Each side flange 50 and 52 also includes a ribbed matrix 76
for the same purpose.
The bottom flange notch 40 can also be used to mate with a fiber form.
Particularly, if part of a column is below ground, then the fiber form can
be used below ground with a top edge of the same received in the notch 40
of above ground sections 12.
In accordance with the invention, each section 12 or 14 comprises a plastic
section formed using injection molding of suitable resins. Doing so
provides a lightweight, relative inexpensive and reusable section for
building concrete forms. Such a form is suitable for use in wet areas and
can be readily assembled to surround steel columns and the like without
loss of strength. Further, in pier applications the sections 12 can be
used without fear of rust and the like from salt water. Moreover, owing to
the use of the interlocking notches and grooves along each adjoining seam,
as well as the alignment ridge and notches, the sections are self-aligning
and self-sealing to provide a more desirable appearance. The self-aligning
feature allows the sections to be assembled with one another more quickly.
Injection molding permits the sections to be of unitary construction
including the side wall 16, top and bottom flange 28 and 38 respectively,
and the side flanges 50 and 52. However, due to difficulties with molding,
the apertures 34 and 44 in the top and bottom flanges 28 and 38,
respectively, must be drilled separately.
Thus, with a concrete column 10, such as illustrated in FIGS. 1 and 2, a
cylindrical interior space 80 is provided which can be filled with
concrete to construct a column 82, see FIG. 6. Thereafter, the sections 12
and 14 can be disassembled as illustrated in FIG. 6 and subsequently
reused. The use of the semi-cylindrical construction of each section
allows the same to be easily stacked with one another to facilitate
storage.
Thus, in accordance with the invention, there is provided a inexpensive,
reusable and lightweight mold form section.
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